ST9703-LR050802 one Engineering
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150. Houston. TX 77040
Corporate Phone: (214) 630-9745
IN-PLACE DENSITY TESTING
Client:
Project:
City of Coppell
Ms. Suzan Taylor
PO Box 9478
Coppell TX 75019
MacArthur Boulevard WidenLng
ST 97-03
Report No.: 238533
Project No.: 0510377
Date of Service: 07/28/2005
Report Date: 08/02/2005
Services: Perform In-Place Density Test in accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR: JP, J Paving
Test Methods: ASTM D-2922
ASTM D-3017
Gauge: Troxler 3430
Gauge Serial No: 35560
Test Mode: DT
Moisture
Current: 732
Previous: 731
Standard Counts
Density
Current: 2694
Previous: 2674
M/D No. Description
MOISTURE DENSITY RELATIONS
Maximum
Moisture % Density pcf
Tan Sandy Clay w/limestone fragments
Project Requirements
Moisture Density
20.5 100.5 Optimum +4 95 min
FIELD DENSITY TESTS
TEST PROBE
NO TEST LOCATION DEPTH
M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
No. (%) (pcl) (pet') (% max)
Paving subgrade 6" 100
1 Retest #1 from Report #238300 I 20.6 121.6 100.8
Paving subgrade 6" 98
2 Retest #2 from Report #238300 1 20.6 119.0 98.7
Paving subgrade 6" 98
3 Retest #3 from Report #238300 1 20.6 118.7 98.4
Paving subgrade 6" 97
4 Retest #4 from Report #238300 1 21.3 118.4 97.6
Paving subgrade 6" 98
5 Retest #5 from Report #238300 1 23.0 121.4 98.7
Paving subgrade 6" 100
6 Retest #6 from Report #238300 1 21.6 122.0 100.3
Test results on this report meet project specification.
Technician: Joe Jemigan Started: 2:45pm Finished: 4:45pm R°"T~
Report Distribution:
( 1 ) City of Coppell '~ lay Stark
(1) City of Coppell Project Manager
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing We assume no responsibility for variation in quality
(composition, appearance, etc.) or any other lecture of similar subject mat~er provided by persons or conditions over which we have no control. Our letters and reportz are
for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineering Services, Ltd.
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07TM
Rone Engineering
Client:
Project:
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
REPORT OF CYLINDER COLLECTION
City of Coppell
Ms. Suzan Taylor
PO Box 9478
Coppell TX 75019
MacArthur Boulevard Widening
ST 97-03
Report No.: 238653
Project No.: 0510377
Date of Service: 07/30/2005
Report Date: 08/02/2005
Services: Cylinder Collection
Report of Collection
On this date, a Rone Engineering Services, Ltd. representative(s) arrived on site
as scheduled to pick up compressive strength test specimen cast prior to this
date.
Technician time:
Technician: Pat Parks
Report Distribution:
(1) City of Coppall
(1) City of Coppell
7:15am - 8:30am
Rone Engineering
~--'~.~ Clay Stark
Project Manager
LIMITATIONS: The test results presented herein were prepared based upon the specific smnples provided for testing. We assume no responsibility for variation in quality
(composition. appearance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no con'atoL Our letters and repom are
for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Kone Engineering Services, Ltd.
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